Structural Response of Plan-Curved Steel I-Girder Bridges from an Equivalent Straight Bridge Analysis
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[1] Daniel G. Linzell,et al. Live Load Radial Moment Distribution for Horizontally Curved Bridges , 2007 .
[2] Weiwei Lin,et al. Analysis, design and construction of curved composite girder bridges: State-of-the-art , 2010 .
[3] Ton-Lo Wang,et al. Lateral Load Distribution in Curved Steel I-Girder Bridges , 2005 .
[4] Daniel G. Linzell,et al. Examination of Level of Analysis Accuracy for Curved I-Girder Bridges through Comparisons to Field Data , 2006 .
[5] Eduardo Desantiago,et al. ANALYSIS OF HORIZONTALLY CURVED BRIDGES USING SIMPLE FINITE-ELEMENT MODELS , 2005 .
[6] Khaled Sennah,et al. Curvature Limitations for Slab-on-I-Girder Bridges , 2014 .
[7] Abdul Hamid Sheikh,et al. Development and Application of an Analytical Model for Horizontally Curved Bridge Decks , 2015 .
[8] Paul J. Barr,et al. Live-Load Analysis of a Curved I-Girder Bridge , 2007 .
[9] Donald W. White,et al. Historical Perspective on Horizontally Curved I Girder Bridge Design in the United States , 2004 .
[10] Jerome F. Hajjar,et al. Measured behavior of a curved composite I-girder bridge , 2010 .